cornerstone drive proposed busway on-ramp · pier 4 pier 5 pier 6 pier 7 pier 8 abutment b on-ramp...

13
00 50 100 150 200 250 300 12150 12200 12250 00 50 100 150 200 250 300 12150 12200 12250 RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW OTEHA VALLEY OFF-RAMP SH1 NORTHBOUND SH1 SOUTHBOUND PROPOSED BUSWAY 30500 SPAN 25250 SPAN 25250 SPAN 25250 SPAN 30500 SPAN 30500 SPAN ABUTMENT A PIER 1 PIER 2 PIER 3 PIER 4 PIER 5 PIER 6 PIER 7 PIER 8 ABUTMENT B ON-RAMP CORNERSTONE DRIVE EXPANSION JOINT AT ABUTMENT EXISTING ALBANY PARK'N RIDE CAR PARK EXPANSION JOINT AT ABUTMENT 22900 SPAN 27600 SPAN 36750 SPAN PROPOSED DESIGNATION ABUTMENT A FSL 44.17 2x3.5m LANES SH1 SOUTH 3 x 3.5m LANES SH1 NORTH MED EXIST ON-RAMP SH1 SOUTH EXIST OFF-RAMP SH1 NORTH FSL 46.20 FSL 45.24 FSL 46.47 FSL 46.41 FSL 46.04 FSL 45.36 FSL 44.39 FSL 43.17 FSL 42.18 ACCESS INTO CARPARK / BUS STATION 30500 SPAN 36750 SPAN 27600 SPAN 22900 SPAN 25250 SPAN 25250 SPAN 25250 SPAN 30500 SPAN 30500 SPAN ABUTMENT B PIER 1 PIER 2 PIER 3 PIER 4 PIER 5 PIER 6 PIER 7 PIER 8 CARPARK / BUS STATION 5 No. 710 DIA BORED PILES MSE BLOCK WALL (ALL FACES) EXISTING GROUND LEVEL 1 No. 2200 DIA BORED PILE (TYP) 5 No. 710 DIA BORED PILE MSE BLOCK WALL (ALL FACES) 254500 ALONG CENTRELINE PROTECTION BOLLARDS 4.5m MIN CLEAR ACCESS INTO CARPARK SHLD SHLD 2.3m 4.6m 1.1m SHLD 2.3m BUSWAY SHLD SHLD SHLD SEE NOTE 1 200 DECK WIDTH - 10200 600 SHOULDER 3500 LANE 500 HEIGHT VARIES - 8200 TO 14200 1500 EGL 2600 SHOULDER 3500 LANE STORMWATER CATCHPIT TEXAS HT TL5 BARRIER 2200 DIA BORED PILE 1800 DIA PIER COLUMN 2.6m WIDE INTEGRAL PIER HEADSTOCK 5 NO. 1525 DEEP SUPER T BEAMS, 2200 NOM WIDE LIGHTING COLUMN TYPICAL SERVICE CORRIDOR CLIENT DATE TITLE REVISION DETAILS DATE REV APPROVED CHECKED APPROVED PROJECT DRAWN DESIGNED PROJECT No. WP REV STAGE TYPE NUMBER DRAWING No. SCALE SIZE A1 . Filename: Plot Date: Office: C:\PW_WORK\D0315096\250310-3PRE-3DES-DRG-1310.DWG 29/11/2016 2:59:49 p.m. NZAKL CLIENT DATE TITLE REVISION DETAILS DATE REV APPROVED CHECKED APPROVED PROJECT DRAWN DESIGNED PROJECT No. WP REV STAGE TYPE NUMBER DRAWING No. SCALE SIZE A1 . Filename: Plot Date: Office: C:\PW_WORK\D0315096\250310-3PRE-3DES-DRG-1310.DWG 29/11/2016 2:59:50 p.m. NZAKL NORTHERN CORRIDOR IMPROVEMENTS CIVIL STRUCTURES ALBANY STATION BUSWAY BRIDGE (OVER SH1) 250310 3PRE 3DES DRG 1310 B AS SHOWN PRELIMINARY NOT FOR CONSTRUCTION L.HODGSON G.THOMPSON A. REEVES J. HIND J. HIND 03/10/16 A 19/09/16 PRELIMINARY ISSUE G. MOORE B 29/09/16 DESIGN FREEZE G. MOORE SECTION A - 1:100 A - PLAN 1:500 DEVELOPED ELEVATION 1:500 0 SCALE 1:500 5 10 20m 0 SCALE 1:100 1 4m 2 NOTES 1. CLEARANCE ENVELOPE: UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVER TRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THE OUTSIDE EDGE OF THE ADJACENT SHOULDER.

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0050100

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RWRW

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RWRW

RWRW

RWRW

RWRW

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RWRW

RW

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RW

RWRW

RWRW

RWRW

RWRW

OTEHA VALLEY OFF-RAMP

SH1 NORTHBOUND

SH1 SOUTHBOUND

PROP

OSED

BUS

WAY

30500 SPAN

25250 SPAN

25250 SPAN

25250

SPAN

3050

0 SP

AN

3050

0 SP

AN

ABUTMENT A

PIER 1

PIER 2

PIER 3

PIER 4

PIER 5

PIER 6

PIER 7

PIER 8

ABUTMENT B

ON-R

AMP

CORNERSTONE DRIVE

EXPANSION JOINTAT ABUTMENT

EXISTING ALBANYPARK'N RIDE CAR PARK

EXPANSION JOINTAT ABUTMENT

22900 SPAN27600 SPAN 36750 SPAN

PROPOSED DESIGNATION

ABUTMENT A

FSL 44.17

2x3.5mLANES

SH1SOUTH

3 x 3.5mLANES

SH1 NORTHMED EXIST

ON-RAMPSH1 SOUTH

EXISTOFF-RAMPSH1 NORTH

FSL 46.20 FSL 45.24FSL 46.47FSL 46.41FSL 46.04FSL 45.36FSL 44.39FSL 43.17FSL 42.18

ACCESS INTOCARPARK /

BUS STATION

30500 SPAN36750 SPAN27600 SPAN22900 SPAN25250 SPAN25250 SPAN25250 SPAN30500 SPAN30500 SPAN

ABUTMENT B PIER 1PIER 2PIER 3PIER 4PIER 5PIER 6PIER 7PIER 8

CARPARK / BUS STATION

5 No. 710 DIABORED PILES

MSE BLOCK WALL(ALL FACES)

EXISTING GROUNDLEVEL 1 No. 2200 DIA

BORED PILE (TYP)

5 No. 710 DIABORED PILE

MSE BLOCK WALL(ALL FACES)

254500 ALONG CENTRELINE

PROTECTIONBOLLARDS

4.5m

MIN

CLEA

R

ACCESSINTO

CARPARK

SHLD SHLD

2.3m4.6m

1.1m

SHLD2.3m

BUSWAY

SHLD SHLDSHLD

SEE NOTE 1

200 D

ECK

WIDTH - 10200

600SHOULDER

3500LANE

500

HEIG

HT V

ARIE

S - 8

200 T

O 14

200

1500

EGL

2600SHOULDER

3500LANE

STORMWATERCATCHPIT TEXAS HT

TL5 BARRIER

2200 DIA BORED PILE

1800 DIA PIER COLUMN

2.6m WIDE INTEGRALPIER HEADSTOCK

5 NO. 1525 DEEPSUPER T BEAMS,2200 NOM WIDE

LIGHTINGCOLUMN

TYPICAL SERVICECORRIDOR

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

SCALE SIZE

A1

.

Filen

ame:

Plot

Date:

Offic

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0310

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E-3D

ES-D

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310.D

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m.NZ

AKL

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

SCALE SIZE

A1

.

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ame:

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Date:

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ES-D

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310.D

WG

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2:59

:50 p.

m.NZ

AKL

NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESALBANY STATION BUSWAY BRIDGE

(OVER SH1)

250310 3PRE 3DES DRG 1310 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

SECTION A-1:100

A-

PLAN1:500

DEVELOPED ELEVATION1:500

0

SCALE 1:500

5 10 20m

0

SCALE 1:100

1 4m2

NOTES

1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.

3 No 1200 DIABORED PILES

℄PIER 1

℄ABUTMENT B

℄ABUTMENT A

22750 SPAN 36000 SPAN

58750

TL5 BARRIER WITH1400 HIGH CYCLE RAIL

INTEGRALABUTMENTS

6 No 900 DIABORED PILES6 No 900 DIA

BORED PILES

600 WIDE TOP AND 400 WIDEBOTTOM BLADE WALL

3000SHLDR

3500LANE

3500LANE

3500LANE

3500LANE 900

SHLD

3000SHLDR

3500LANE

3500LANE

3500LANE900

SHLD

1600SHLD

3500LANE

3500LANE

1600SHLD 1000

SHLD

3000SUP

SH1 NORTHBOUND SH1 SOUTHBOUND BUSWAY

EXISTING GROUND PROFILE

ALLOWANCE FOR FUTUREPROOFING CHANGE INOVERALL CONFIGURATIONBENEATH BRIDGE

SECURITY FENCESSEE NOTE 1

1000SHLD

1100800 800

600 WIDE MAINTENANCE ACCESS

1200 DIA BORED PILES

TYPICAL SERVICECORRIDOR

SUP LIGHTINGCOLUMN

SUP LIGHTINGCOLUMN

200 D

ECK

WIDTH - 15400

60018001800

3%2%

FOOT

PATH

CYCL

E &

CHAN

NEL

BUFF

ER

3500LANE

600 1800 1800

3% 2%

FOOT

PATH

CYCL

E &

CHAN

NEL

BUFF

ER

3500LANE

BLADE WALL CONFIGURATIONINDICATIVE ONLY.FINAL CONFIGURATION TO BEDEVELOPED IN CONJUNCTIONWITH ARCHITECT / URBANDESIGNER.

9 No 1525 DEEPSUPER T BEAMS1810 NOM WIDE

TL5 BARRIERWITH1400 HIGHCYCLE RAIL

1500 DEEP x 1800WIDE PILE CAP

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRWRWRWRWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RW

100

150

900

12650

100

150

900

12650

SH1 N

ORTH

BOUN

D

McCLYMONTS ROAD

SH1 S

OUTH

BOUN

D

McCLYMONTS ROAD

PROP

OSED

BUS

WAY

SUP

EXIS

TING

BUS

ONLY

RAM

P TO

BE R

EMOV

ED

EXISTING McCLYMONTS ROAD BRIDGETO BE DEMOLISHED AFTER

COMPLETION OF NEW BRIDGE

22750 SPAN 36000 SPAN

ABUT

MENT

A

PIER

1

ABUT

MENT

B

PROPOSED DESIGNATION

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

SCALE SIZE

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CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

SCALE SIZE

A1

.

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m.NZ

AKL

NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESMCCLYMONTS ROAD BRIDGE EXTENSION

250310 3PRE 3DES DRG 1315 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

0

SCALE 1:200

2 4 8m

A-

SECTION A-1:100

0

SCALE 1:100

1 4m2

PLAN1:200

A-

NOTES

1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.

DEVELOPED ELEVATION1:200

RW RW RW RW RW

RWRW RWRW RW

1950

2000

2050 2100

2150

2200

1950

2000

2050 2100

2150

2200

ABUT

MENT

A

PIER

1

PIER

2

PIER

3

PIER

4

PIER

5

PIER

6

ABUT

MENT

B

25250 SPAN 33000 SPAN 33000 SPAN

33000 SPAN

33000 SPAN25250 SPAN

SOUTHBOUND ON-RAMP

SOUTHBOUND OFF-RAMP

GREVILLE ROAD

33000 SPANEXPANSION JOINTAT ABUTMENT

SPILL THROUGH ABUTMENT

EXPANSION JOINTAT ABUTMENT

SPILL THROUGHABUTMENT

PROPOSED DESIGNATION

-5.0%

FSL 47.37 FSL 46.10 FSL 44.54 FSL 42.80 FSL 41.15 FSL 39.50 FSL 37.85 FSL 36.59

℄ PIER 1

℄ABUTMENT A

25250 SPAN 33000 SPAN

℄ PIER 2

33000 SPAN

℄ PIER 3

33000 SPAN

℄ PIER 4

33000 SPAN

℄ PIER 5

33000 SPAN

℄ PIER 6

25250 SPAN

℄ABUTMENT B

PROPOSEDGREVILLE ROAD

BATTER(BOTHSIDES)

8 No. 710 DIABORED PILE

MSE WALL(BOTH SIDES)

1000 WIDEINSPECTIONACCESS

1000 WIDEINSPECTIONACCESS

215500 ALONG CENTRELINE

2 No. 1800 DIABORED PILES (TYP)

8 No. 710 DIABORED PILE

WIDE

SEE NOTE 13x3.5mLANES

SHLD

2x3.5mLANES

1.1m MINCLEARANCE

TO PIER

200 D

ECK

WIDTH - 16100

3400SHOULDER

3500LANE

500

HEIG

HT V

ARIE

S - 7

050 T

O 95

00

3500LANE

1600SHLDR

1100VERGE 3000

SHARED PATH

1000

7000

EGL

1800 DIA BORED PILES

1500 DIA PIER COLUMNS

2.6m WIDE INTEGRALPIER HEADSTOCK

8 No 1525 DEEP SUPERT BEAMS, 2125 WIDE

TL5 BARRIERWITH 1400CYCLE LANESTORMWATER

CATCHPIT

TEXAS HTTL5 BARRIER

TL5 BARRIER AND1800 HIGH FENCE

LIGHTINGCOLUMN

TYPICALSERVICECORRIDOR

SUP LIGHTINGCOLUMN

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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CLIENT

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REVISION DETAILSDATEREV APPROVED

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APPROVED

PROJECT

DRAWN

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PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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AKL

NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESGREVILLE ROAD BUSWAY BRIDGE

250310 3PRE 3DES DRG 1320 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

PLAN1:500

DEVELOPED ELEVATION1:500

SECTION A-1:100

0

SCALE 1:500

5 10 20m

0

SCALE 1:100

1 4m2

A-

NOTES

1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.

RW RW RW RW RW RW RW RW

RW RW RW RW RW RW RW RW

13850

13900

13850

13900

SH1 SOUTHBOUND

EXIS

TING

GRE

VILL

E RD

BRI

DGE

WID

ENIN

GW

IDEN

ING

SH1 NORTHBOUND

NORTHBOUND ON-RAMP

GREVILLE RD

GREVILLE RD

GREVILLE RD

16500 SPAN 27100 SPAN 12600 SPAN

EXTENSION TOEXISTING PIERHEADSTOCK

EXTENSION TOEXISTING ABUTMENT

NEW WINGWALL

EXTENSION TOEXISTING ABUTMENT

NEW WINGWALL

EXTENSION TO EXISTING ABUTMENT

NEW WINGWALL

EXTENSION TO SETTLEMENT SLAB

EXTENSION TO EXISTINGPIER HEADSTOCK

EXTENSION TO EXISTINGPIER HEADSTOCK

EXTENSION TO EXISTING ABUTMENTNEW WINGWALL

EXTENSION TOSETTLEMENT SLAB

EXTENSION TOEXISTING PIERHEADSTOCK

LANE LANE LANEMEDIAN

LANE LANESHLD

16500 SPAN 27100 SPAN 12600 SPAN

TEXAS HTTL5 BARRIER

56200

SHLD

2090 680

EXISTING SUP

5300

MIN

CLEA

RANC

E

ORIGINAL GREVILLE RD BRIDGE24000

EXISTINGWIDENING

6625

3%3%3%

4000MEDIAN

3500LANE

3500LANE

3500LANE

VARIESGORE

3500SLIPLANE

3000SHLDR

3%

3500LANE

3500LANE

3500LANE

3000SHLDR

3%

VARIES4400 - 6200

NOM WIDENING3825 NOMWIDENING

EXTENSION TO SLAB

2 No 1225 DEEP, 1910WIDE SUPER T GIRDERS

EXTENSION TOPIER HEADSTOCKNEW PIER COLUMN TOMATCH EXISTING WITHNEW 1200 DIA PILE

TEXAS HTTL5 BARRIER

EXTENSION TO SLAB2 OR 3 No 1225 DEEPSUPER T GIRDERS.(WIDTH VARIES)EXTENSION TOPIER HEADSTOCK

NEW PIER COLUMN TOMATCH EXISTING WITHNEW 1200 DIA PILE

TEXAS HT TL5BARRIER

EXISTING 1300U-BEAMS

SERVICES RELOCATEDTO BUSWAY BRIDGE

5300

MIN

CLEA

RANC

E CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

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PROJECT

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PROJECT No. WP REVSTAGE TYPE NUMBER

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CLIENT

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REVISION DETAILSDATEREV APPROVED

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PROJECT

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NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESGREVILLE ROAD BRIDGE WIDENING

250310 3PRE 3DES DRG 1325 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

0

SCALE 1:200

2 4 8m

PLAN1:200

SECTION A-1:200

A-

DEVELOPED ELEVATION1:200

RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW RW RW RW RW RW RW

RWRW

RWRW

RWRWRWRWRW

RW RW RW RW RW RW

RW RW RW RW RW RW RW RW

RWRW

RW

RW RW RW RW RW RW RW RW RW RW RW RW RW

RWRW

RW

RW

RW

RW

RW

RW

RW

RWRW

RWRW

RW

RW

2650

2700

150

2650

2700

150

ABUTMENT A

ABUTMENT B

29165 SPAN

ROSEDALE RD

BUSWAY SOUTHBOUND

BUSWAY NORTHBOUND

SHARED USE PATH

SHARED USE PATH RAMP

EXTENT OF FUTURE ROSEDALEROAD LANE ARRANGEMENT

EXTENT OF FUTURE ROSEDALEROAD LANE ARRANGEMENT

℄ABUTMENT

A

℄ABUTMENT

B

29165 SPAN

2300FOOTPATH

500SHLDR

3500LANE

3500LANE

500SHLDR

2300FOOTPATH

FUTURE PROOF LANE AND SHARED USE PATH WIDTH

MSE WALL (ALL FACES)

7 No 900 DIA BORED PILES

INTEGRAL ABUTMENTS

EXISTING ROAD PROFILE

7 No 900 DIA BORED PILES

MSE WALL (ALL FACES)

200 D

ECK

WIDTH - 13500

1200SHLDR

3500LANE

3500LANE

1200SHLDR

1100VERGE 3000

SHARED PATH

MSE BLOCK RETAINING WALL TOTIE IN WITH EXISTING ROSEDALEROAD BRIDGE ABUTMENT WALL

TEXAS HTTL5 BARRIER

TL5 BARRIERWITH 1400 HIGHCYCLE RAIL

TL5 BARRIERAND 1800HIGH FENCE

7 NO. 1225 DEEP SUPERT BEAMS, 2050 WIDE

TYPICALSERVICECORRIDOR

SUP LIGHTINGCOLUMN

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

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NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESROSEDALE ROAD BUSWAY BRIDGE

250310 3PRE 3DES DRG 1330 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

SECTION B-1:100

ELEVATION A-1:125

A-

B-

PLAN1:125

0

SCALE 1:100

1 4m2

0

SCALE 1:125

1.25 4.5m2.5

NOTES

1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.

RW RW RW RW RW

RW

RW RW RW RW RW RW RW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW

RW

RW

RW

RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW

RW

RW

EXIS

TING

ROS

EDAL

E RD

BRI

DGE

WID

ENIN

GW

IDEN

ING

SH1 NORTHBOUND

SH1 SOUTHBOUND

ROSEDALE RD

OFF-RAMP SLIP LANE TO GREVILLE

15990 SPAN

EXTENSION TO EXISTINGABUTMENT AND WALLS

MSE BLOCK WALLSBETWEEN BRIDGES

EXTENSION TO EXISTINGABUTMENT AND WALLS

EXTENSION TO EXISTINGABUTMENT AND WALLS

EXTENSION TO EXISTINGABUTMENT AND WALLS

NEW MSE BLOCKWINGWALLS TOMATCH EXISTING

MSE BLOCK WALLSBETWEEN BRIDGES

OUTLINE OF EXISTINGBRIDGE AND WINGWALLSTO BE REPLACED

PROPOSED DESIGNATION

4000MEDIAN

3500TRAFFIC LANE

3500TRAFFIC LANE

3500TRAFFIC LANE

3500SLIP LANE

3000SHOULDER

3500TRAFFIC LANE

3500TRAFFIC LANE

VARIES (MAX 4900)GORE

2% 3% 1.5% 2%

TRANSVERSE STRESSINGBARS AT 5 LOCATIONS

2%

3500TRAFFIC LANE

3000SHOULDER

3500TRAFFIC LANE

2013WIDENING

(2471 )

2015WIDENING

(3490)NEW 7220 NOM NEW 8060 NOM

ROSE

DALE

ROA

DTO

BE

LOW

ERED

TO P

ROVI

DE4.9

m MI

N CL

EARA

NCE

ROSE

DALE

ROA

DTO

BE

LOW

ERED

TO P

ROVI

DE4.9

m MI

N CL

EARA

NCE

1989 WIDENING(6440 )

ORIGINAL ROSEDALE RD BRIDGE(11985 )

TEXAS HTTL5 BARRIER

TEXAS HT TL5BARRIER

RETAINING WALL TO TIEIN BETWEEN MOTORWAYAND BUSWAY BRIDGES

EXISTING LEVELPROPOSED LEVEL

6 No 587 DEEP DHCDECK UNITS

INSITU INFILL TO SUIT

TL5 MEDIAN BARRIER

7 No 587 DEEP DHCDECK UNITS

1999 - 2000WIDENING

(4634 )

15990 SPAN

2300FOOTPATH

2300FOOTPATH

ROSEDALE ROAD TO BELOWERED BY 500mm MAX

EXISTING LEVELPROPOSED LEVEL

3500TRAFFIC LANE

500SHLD 3500

TRAFFIC LANE

500SHLD

CLIENT

DATE

TITLE

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TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESROSEDALE ROAD BRIDGE WIDENING

250310 3PRE 3DES DRG 1335 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

0

SCALE 1:200

2 4 8m

PLAN1:200

A-

0

SCALE 1:100

1 4m2SECTION A-1:100

DEVELOPED ELEVATION1:100

NOTES

1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.

RWRW

RWRW

RWRW

RW

RW RW RW RW RW RW RW

RW RW

EXISTING 15

00Ø

EXISTING 1800Ø

EXISTING 1575Ø WW

SSSSSSSSSSSSSSSSSSSS

SH1 NORTHBOUND

SH1 SOUTHBOUND

EXISTING POND LINK TO BEABANDONED. FILL WITHCEMENTITIOUS BENTONITEAND REMOVE HEADWALLS

EARTHWORKS TO SUITFINAL ARRANGEMENT

SHEETPILE WINGWALL WITHCONCRETE CAPPING BEAM

PROPOSED NEWDNC BRIDGE

EXISTING ACCESS CULVERTTO BE ABANDONED. FILL WITHCEMENTITIOUS BENTONITE.HOLES TO BE PROVIDED INCULVERT TOP SLAB ALONGCULVERT LENGTH TOENSURE BENTONITE FILLSSTRUCTURE TO THE TOP.

STORMWATER PIPE EXTENDED

SW SW

SW SW

SW

SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SW SW SW SW SW SW SW

SW

SW SW SW SW SW SW SW SW SW SW SW SW SW SWSW

SW SWSW SW

SW SWSW

SW

SWSW

SW

EARTHWORKS TO SUITFINAL ARRANGEMENT

SHEETPILE WINGWALL WITHCONCRETE CAPPING BEAM

MANHOLE

NEW 2.5m I.D. PIPE PLACEDDURING BRIDGE CONSTRUCTION

PROPOSED DESIGNATION

MANHOLE

2%2.5%

MANHOLE

SH1 NORTHBOUNDON RAMP

SH1 NORTHBOUND SH1 SOUTHBOUND SH1 SOUTHBOUNDOFF RAMP

BUSWAY SUP

FILL DEPTH OVER PIPE VARIES CONSTRUCTION IN PARTS BASED ON TTMREQUIREMENTS AND WORKING SPACE

CONSTRUCTION IN PARTS BASED ON TTMREQUIREMENTS AND WORKING SPACE

170mm TOPPING SLAB

FILL DEPTH VARIES

SECURITY FENCES

3060 2610 1830

10000

3000

MIN

R.L. 34.5m APPROX

FILL DEPTH VARIES 300 - 1000

CEMENT STABILIZEDPAD WITH BANK SEATABUTMENT ABOVE

SHEET PILES

EXPOSED SHEET PILEFINISH PROPOSED

SOIL NAILS AS REQUIREDFOR FUTUREEXCAVATION WORKS

650 DEEP HOLLOW CORE

NEW CARRIAGEWAY

FUTURE PROOFING

2.5m I.D.1.81m I.D. 1.81m I.D.

6 CONSTRUCT PADS ANDBRIDGE SUPERSTRUCTURE

1 EXCAVATE DOWN IN PARALLEL WITHSPAN WIDTH TO BRIDGE FOUNDATION LEVEL 2 DRIVE SHEET PILES

3 CUT SHEET PILES TO LENGTH

4 CONSTRUCT PADS ANDBRIDGE SUBSTRUCTURE

5 LAY PIPE AND BACKFILL(SOIL NAILS AS REQUIRED)

CLIENT

DATE

TITLE

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CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

SCALE SIZE

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NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESSH1 WATERCARE POND LINK BRIDGE

(OPTION 1 BELOW SH1)

250310 3PRE 3DES DRG 1340 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

0

SCALE 1:100

1 4m2

PLAN1:500

LONGSECTION THROUGH PROPOSED BRIDGE1:250

TYPICAL CROSS SECTION THROUGH PROPOSED BRIDGE

0

SCALE 1:250

2.5 5 10m

0

SCALE 1:500

5 10 20m

PROPOSED BRIDGE CONSTRUCTION SEQUENCE

SECTION A-1:100

NOTE:1. THIS DRAWING SHOWS OPTION 1: BRIDGE (WITH PIPE BELOW)2. A SECOND OPTION USING THE EXISTING ACCESS CULVERT AND

NEW POND LINK TUNNEL CAN BE FOUND ON DRAWING250310-3PRE-3DES-DRG-1341

SECTION A-1:100

A-

RW RW RW RW RW RW RW

RW RW RW RW RW RW RW RW RW RWRW

RWRW

RWRW

RWRW

RWRW

RW

RW RW RW RW RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RW

RW RW

300 350

400

450

500

150

200

250

300

350

400450

300 350

400

450

500

150

200

250

300

350

400450

ABUT

MENT

A PIER

1

PIER

2

PIER

3

PIER

4

PIER

5

PIER

6

PIER 7

ABUTMENT B

PIER 8

SH1 NORTHBOUND ON-RAMP (MC2A)

EXISTING SH1 NORTHBOUND ON-RAMP (MCGA)

EXISTING SH1 NORTHBOUND

EXISTING SH1 SOUTHBOUND

EXISTING SH1 SOUTHBOUND OFF-RAMP (MCHA)

PROPOSED NORTHERNBUSWAY EXTENSION (MCNA)

28500 SPAN28500 SPAN 28500 SPAN

28500 SPAN

28500 SPAN

35000 SPAN

28500 SPAN

28500 SPAN

28500 SPAN

EXPANSION JOINTAT ABUTMENT

EXPANSION JOINTAT ABUTMENT

MSE BLOCK WALL ALLFACES AS REQUIRED

SPILL THROUGH ABUTMENTAND BATTERED APPROACH

6292

4555

4195

PROPOSED DESIGNATION

℄ABUTMENT

A

℄ PIER

1

℄ PIER

3

℄ PIER

4

℄ PIER

5

℄ PIER

6

℄ PIER

7

℄ PIER

8

FSL 56.06

28500 SPAN 28500 SPAN 28500 SPAN 28500 SPAN 28500 SPAN 35000 SPAN 28500 SPAN 28500 SPAN 28500 SPAN

FSL 51.10

℄ PIER

2

FSL 53.66

FSL 48.53

℄ABUTMENT

B

FSL 64.79

FSL 58.19FSL 60.04

FSL 61.93 FSL 63.16 FSL 64.11

SH1SOUTHBOUND

OFF-RAMP

SH1 SOUTHBOUND SH1 NORTHBOUND SH1NORTHBOUND

ON-RAMP

1000 WIDEINSPECTIONACCESS

6 No 710 DIABORED PILE

6 No 710 DIABORED PILE

1 No 2200 DIABORED PILE

1 No 1800 DIAPIER COLUMN

263000 ALONG CENTRELINE

POSSIBLE WATERCARECULVERT EXTENSION

SEE NOTE 13 LANES 2 LANES3 LANES2 LANES

1080190018002600

1500

200

DECK

500

WIDTH - 13000

EGL

HEIG

HT V

ARIE

S70

50 T

O 11

250

4000SHLDR

3500LANE

3500LANE

2000SHLDR

TEXAS HTTL5 BARRIER

2.6m WIDE INTEGRALPIER HEADSTOCK

1800 DIA PIER COLUMN

LIGHTING COLUMN

7 No 1525 DEEPSUPER T BEAMS,1980 WIDE

2200 DIA BORED PILE

STORMWATERCATCHPIT

TYPICALSERVICECORRIDOR

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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AKL

NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESSH1 - SH18 WESTBOUND RAMP

250310 3PRE 3DES DRG 1345 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

0

SCALE 1:100

1 4m2

PLAN1:500

DEVELOPED ELEVATION1:500

0

SCALE 1:500

5 10 20m

SECTION A-1:100

A-

NOTES

1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.

RW RW RW RW RW RW RW RW RW RW RW

RWRW

RWRW

RW

RW RW RW RW RW

RW RW RW RW RW

RW RW RW RW RW RW RWRW RW RW RW RW RW RW RW RW RW

4000

4050 4100

4000

4050 4100

EXISTING SH1 SOUTHBOUND OFF-RAMP (MCHA)

PIER

1

ABUT

MENT

A

PIER

2

ABUT

MENT

B

EXISTING SH1 SOUTHBOUND ON-RAMP

EXISTING BUSWAY RAMP

CONS

TELL

ATIO

N DR

IVE

CONS

TELL

ATIO

N DR

IVE

25250 SPAN30500 SPAN30500 SPAN

PROPOSED BUSWAY

EXPANSION JOINTAT ABUTMENT

EXPANSION JOINTAT ABUTMENT

PROPOSED DESIGNATION

1.8%FSL 63.74 FSL 64.27 FSL 64.69

30500 SPAN 25250 SPAN30500 SPAN

℄ PIER 1

℄PIER 2

℄ABUTMENT A

℄ABUTMENT B

2 LANESEASTBOUND

3 LANESWESTBOUND

2 LANESTO SH1

ON-RAMP

FSL 63.15

6 No 710 DIABORED PILES

1 No 2200 DIABORED PILE (TYP)

6 No 710 DIABORED PILES

MSE BLOCK WALL(ALL FACES)

MSE BLOCK WALL(ALL FACES)

EXISTING GROUND LEVEL

86250 ALONG CENTRELINE

SEE NOTE 11 LANETO SH1

OFF-RAMP

2450 1360

200 D

ECK

WIDTH - 13500

1200SHLDR

3500LANE

500

HEIG

HT V

ARIE

S - 6

800 T

O 76

00

3500LANE

1200SHLDR

1100VERGE 3000

SHARED PATH

1500

EGL

2.6m WIDE INTEGRAL PIER HEADSTOCK

7 No 1525 DEEP SUPERT BEAMS, 2040 WIDE

TL5 BARRIERWITH 1400CYCLE LANE

TL5 BARRIER AND1800 HIGH FENCE

STORMWATERCATCHPIT

TEXAS HTTL5 BARRIER

2200 DIA BORED PILE

1800 DIA PIER COLUMN

TYPICAL SERVICECORRIDOR

LIGHTINGCOLUMN

SUP LIGHTINGCOLUMN

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

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REVISION DETAILSDATEREV APPROVED

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APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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AKL

NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESCONSTELLATION DRIVE BUSWAY BRIDGE

250310 3PRE 3DES DRG 1350 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

0

SCALE 1:100

1 4m2

PLAN1:250

DEVELOPED ELEVATION1:250

0

SCALE 1:250

2.5 5 10m

A-

SECTION A-1:100

NOTES

1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.

15800

15850

15800

15850

SH1 NORTHBOUND

SH1 SOUTHBOUND

CONS

TELL

ATIO

N DR

IVE

EXIS

TING

CON

STEL

LATI

ON D

RIVE

BRI

DGE

WID

ENIN

GW

IDEN

ING

14600 SPAN 14600 SPAN

EXISTING RETAINING WINGWALL TO REMAIN

EXISTING ABUTMENT TO REMAIN

EXISTING RETAINING WINGWALL TO REMAIN

EXISTING ABUTMENT TO REMAIN

EXTENSION TO EXISTINGPIER HEADSTOCK

EXISTING ABUTMENT TO REMAIN

EXISTING RETAININGWINGWALL TO REMAIN

EXISTING SETTLEMENTSLAB TO REMAIN

MODIFICATION TO EXISTINGPIER HEADSTOCK

EXISTING RETAININGWINGWALL TO REMAIN

EXISTING ABUTMENT TO REMAIN

EXISTING SETTLEMENTSLAB TO REMAIN

NEW3450NOM

3%

3500TRAFFIC LANE

3500TRAFFIC LANE

3500TRAFFIC LANE

2400SHOULDER

3% 3% 3%

3500TRAFFIC LANE

3500TRAFFIC LANE

VARIES

NEW2300NOM

EXISTING CONSTELLATION RD BRIDGE - 24900

3000SHOULDER

5000MEDIAN

15400 - MAXIMUM WIDENING TO BARRIER FACEAS PER AS BUILT DRAWINGS

EXISTING PIERCOLUMNS TO REMAIN

TEXAS HT TL5BARRIER

TL5 MEDIANBARRIER

2 No 580 DEEP, 1150WIDE DHC DECK UNITS

3 No 580 DEEP, 1150WIDE DHC DECK UNITS

TEXAS HT TL5BARRIER

BREAK BACK FOREXTENSION TOPIER HEADSTOCK

EXISTINGCONCRETESURFACE

BREAK BACK FORMODIFICATION TOREINFORCEMENTOF PIER HEADSTOCK

14600 SPAN 14600 SPAN

3 LANESEASTBOUND

3 LANESWESTBOUND

(MODIFIED LAYOUT)

2900SHARED

USE PATHFOOTPATH

EXISTING CONCRETESOLDIER PILES ANDWALL PANELS

EXISTING PIERAND COLUMN

29200 ALONG CENTRELINE

EXISTING WINGWALLTO REMAIN

5150

MIN

CLEA

RANC

E

3300 3300 3500 3300 3000 3300

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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m.NZ

AKL

NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESCONSTELLATION DRIVE BRIDGE WIDENING

250310 3PRE 3DES DRG 1355 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

0

SCALE 1:200

2 4 8m

0

SCALE 1:100

1 4m2

PLAN1:200

SECTION A-1:100

NOTE:1. DESIGN CAPACITY OF EXISTING ABUTMENTS TO THE

WEST TO ACCOMMODATE WIDENING TO BE CONFIRMED.ALTERNATIVE INVOLVES WIDENING OF SOLDIER PILERETAINING WALLS AND ABUTMENTS.

2. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCEOVER TRAFFIC LANES SHOULD BE 6.0m TAPERING TO5.6m AT THE OUTSIDE EDGE OF THE ADJACENTSHOULDER.

A-

DEVELOPED ELEVATION1:200

RWRW

RWRW

RW

RWRW

RWRW

RW

RWRW

RWRW

RWRW

RW

RW

RWRW

800

750

800

800

750

800

PAUL MATTHEWS RD OFF-RAMP

SH18 / CONSTELLATION

DRIVE EASTBOUND

SH18

/ CON

STEL

LATI

ONDR

IVE

WES

TBOU

ND

900 DIA PILESAT 2.25m CRS

900 DIA PILESAT 2.25m CRS

MSE BLOCKRETAINING WALL

6 No 1525 DEEP SUPER TBEAMS, 2050 NOM WIDE

900 DIA PILESAT 2.25m CRS

MSE BLOCKRETAINING WALL

SETTLEMENT SLABSETTLEMENT SLAB

SETTLEMENT SLAB SETTLEMENT SLAB

MSE BLOCKRETAININGWALL

MSE BLOCKRETAININGWALL

9 No 1525 DEEP SUPER TBEAMS, 2070 NOM WIDE MAINTENANCE ACCESS

SH18 EASTBOUND

VARIESSHOULDER

3500PRIORITY LANE

3500TRAFFIC LANE

VARIESSHLDR

SH18 WESTBOUND

VARIESSHLDR

3500TRAFFIC LANE

3500TRAFFIC LANE

3000SHOULDER

700BUFFER 3500

TRAFFIC LANE

9 No 1525 DEEP SUPER TBEAMS, 2070 NOM WIDE

6 No 1525 DEEP SUPER TBEAMS, 2170 NOM WIDE

MSE BLOCK RETAINING WALL(ON APPROACH SIDES)

TEXAS HT TL5BARRIER

200 THK PC PANELS(APPROX 3m WIDE)

900 DIA PILESAT 2.25m CRS(APPROX)MSE BLOCK RETAINING WALL

(ON APPROACH SIDES)

TEXAS HT TL5BARRIER

TEXAS HT TL5BARRIER

TEXAS HT TL5BARRIER

STAGE 1 HEADSTOCK FORPLACEMENT OF BEAMS TO BECONSTRUCTED WITH COUPLERSENCASED IN CONCRETE / GROUT

TYPICAL SERVICECORRIDOR

EXISTING GROUND LEVEL

5650

MIN

IMUM

CLEA

RANC

E

6000

MIN

IMUM

CLEA

RANC

E

3500TRAFFIC LANE

3500TRAFFIC LANE

3500TRAFFIC LANE

2000MEDIAN

2000SHLDR

500SHLD3500

TRAFFIC LANE2000

SHLDR

500SHLD

ABUTMENT A33000 SPAN

ABUTMENT B

INTEGRAL ABUTMENT HEADSTOCK

200 THK PC PANELS(APPROX 3m WIDE)

900 DIA CONTIGUOUSBORED PILE WALL

MSE BLOCKRETAINING WALL

TEXAS HT TL5 BARRIER

900 DIA CONTIGUOUSBORED PILE WALL

INTEGRAL ABUTMENT HEADSTOCK200 THK PC PANELS(APPROX 3m WIDE)

EXISTING GROUND

2125CLEARSEE NOTE 1 AND SECTION A

FOR REDUCED CLEARANCEENVELOPE

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

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REVISION DETAILSDATEREV APPROVED

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APPROVED

PROJECT

DRAWN

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PROJECT No. WP REVSTAGE TYPE NUMBER

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NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESCARIBBEAN DRIVE INTERSECTION BRIDGE

(UNDER SH18)

250310 3PRE 3DES DRG 1365 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

0

SCALE 1:100

1 4m2

PLAN1:250

A-

B-

SECTION A-1:100

ELEVATION B-1:100

0

SCALE 1:250

2.5 5 10m

NOTES

1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.

1250

1300

1200

1250

1300

1250

1300

1200

1250

1300

RW

RWRW RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

RW

ABUT

MENT

A

PIER

1

PIER

2

PIER

3

ABUT

MENT

B

SH18 / CONSTELLATION DRIVESH18 / CONSTELLATION DRIVE

PAUL MATTHEWS ROAD

53000 SPAN 342350 SPAN 2

25000 SPAN 4

20000 SPAN 1

EXPANSION JOINTAT ABUTMENT

EXPANSION JOINTAT ABUTMENT

PROPOSED DESIGNATION

53000 SPAN42350 SPAN

℄ PIER 2

25000 SPAN20000 SPAN

FSL 51.48FSL 53.21

℄ PIER 1

℄ PIER 3℄

ABUTMENT A℄

ABUTMENT B

FSL 52.66FSL 54.08FSL 54.23

SH18 EASTBOUND / CONSTELLATION DRIVE SH18 WESTBOUND / CONSTELLATION DRIVE

TEXAS HTTL5 BARRIER

6 No. 710 DIABORED PILES

6 No. 710 DIABORED PILES

1 No. 2200 DIABORED PILE (TYP)

SPILL THROUGH ABUTMENTWITH MSE BLOCK WALLSON APPROACHES

EXISTING GROUND PROFILE

SPILL THROUGH ABUTMENTWITH BATTER SLOPES / MSEBLOCK WALLS AS REQUIREDON APPROACHES

140350 ALONG CENTRELINE

VARIESSHLDR

3500LANE

VARIESVERGE

2 x 3500 LANES 1700SHLDR

3930 2080

1700SHLDR

2 x 3500 LANES 3000SHLDR

VARIESLANE

1200

3000SHARED PATH

600SHLDR3500

LANE3500LANE

1600SHLDR

WIDTH - 12200

HEIG

HT V

ARIE

S - 8

800 T

O 96

00

2200 DIA BORED PILE

EGL

500

250 D

ECK

CLEA

RANC

EOV

ER S

HOUL

DER

BELO

W H

EADS

TOCK

APPR

OX 5.

6m

TEXAS HT TL5BARRIER

TEXAS HTTL5 BARRIER

STORMWATER CATCHPIT

5 No STEEL GIRDERS 2m DEEP

TYPICALSERVICECORRIDOR

CROSS BRACINGAT 3m CENTRES

2.6m WIDE INTEGRALPIER HEADSTOCK

1800 DIA PIER COLUMN

LIGHTING COLUMN SUP LIGHTINGCOLUMN

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

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DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESPAUL MATTHEWS ROAD BRIDGE

(OVER SH18)

250310 3PRE 3DES DRG 1370 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

0

SCALE 1:100

1 4m2

0

SCALE 1:250

2.5 5 10m

PLAN1:250

DEVELOPED ELEVATION1:250

A-

SECTION A-1:100

NOTES

1. CLEARANCE ENVELOPE:UNLESS OTHERWISE NOTED THE MINIMUM CLEARANCE OVERTRAFFIC LANES SHOULD BE 6.0m TAPERING TO 5.6m AT THEOUTSIDE EDGE OF THE ADJACENT SHOULDER.

RWRW

RWRW

RWRW

RW

RW

RW

RW

RWRW

RWRW

RWRW

RWRW

RWRW

RW

1600 1600

EXISTING DRAINAGE CULVERT

EXISTING STEEL ARMCO CULVERT FORMING PEDESWTRIAN UNDERPASS

EXIS

TING

CGB

RET

AINI

NG W

ALL T

O RE

MAIN

EXIS

TING

CGB

RET

AINI

NG W

ALL

TO

BE R

EPLA

CED

WIT

HL-

SHAP

E RC

RET

AINI

NG W

ALL

EXISTING CULVERT CUT BACK TOFIRST PIPE JOINT OR SUITABLEEXTENT AND NEW SECTIONADDED TO EXTEND CULVERT

EXISTING PATHWAY

EXISTING PATHWAY

TRACK ACCESS

SH18

WES

TBOU

ND SH18

EAS

TBOU

ND

EXISTING SHEET PILE RETAININGWALL ALONG PATHWAY TO BEMODIFIED TO SUIT NEW 'LSHAPED' RC RETAINING WALL

PROPOSED DESIGNATION

SHEET PILES TO BE REMOVEDAND EXISTING PATH WIDENED

NEW INSITU RC RETAINING WALLWITH REDUCED TOE

LENGTH AND BARRIER

EXISTING 3.2m Ø CULVERT CONCRETE TO BEEXTENDED TO SUIT NEW ROAD ALIGNMENT

NEW RC RETAINING WALLSEE TYPICAL L-SHAPED WALL DETAIL IN RETAINING WALL DRAWING SET

NEW RC RETAINING WALLSEE TYPICAL L-SHAPED WALL DETAIL IN RETAINING WALL DRAWING SET

TL5 BARRIER

SH18 SHOULDERSH18 MOTORWAY LANES

TL5 BARRIER

NEW INSITU RCRETAINING WALL/ HEADWALL

NEW INSITU RC RETAINING WALLWITH LOCALLY REDUCED TOELENGTH TO AVOID UNDERPINNINGEXISTING UNDERPASS

NEW BEDDING LAYERSEXISTING 3.2mØ STEEL ARMCO CULVERTINSTALLED AS PART OF PREVIOUS RETROFIT

MESH REINFORCEMENT INSTALLED BETWEENCULVERTS AS PART OF PREVIOUS RETROFIT

EXISTING ORIGINAL STEEL ARMCO CULVERT

FOOTPATHLEVEL

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

RWRW

APPROX 5250 TO

CULVERT CUT LINE

1650APPROXEXTENSION

APPROX 3350

APPROX 1875

UNDERPASS

LENGTHENING

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

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PROJECT No. WP REVSTAGE TYPE NUMBER

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TITLE

REVISION DETAILSDATEREV APPROVED

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PROJECT

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DESIGNED

PROJECT No. WP REVSTAGE TYPE NUMBER

DRAWING No.

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AKL

NORTHERN CORRIDOR IMPROVEMENTS

CIVIL STRUCTURESALEXANDRA STREAM PEDESTRIAN UNDERPASS

(UNDER SH18)

250310 3PRE 3DES DRG 1375 B

AS SHOWNPRELIMINARY

NOT FOR CONSTRUCTION

L.HODGSON

G.THOMPSON

A. REEVES J. HIND

J. HIND03/10/16

A 19/09/16 PRELIMINARY ISSUE G. MOOREB 29/09/16 DESIGN FREEZE G. MOORE

PLAN1:200

A-

ELEVATION A-1:75

0

SCALE 1:200

2 4 8m

B-

0

SCALE 1:75

1500750 3000mm

1-

SECTION B-1:75

DETAIL 1-1:75

PATH TO BE WIDENED

EXISTING SHEET PILESTO BE REMOVED